XBeam2D Beams: Difference between revisions
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In the graphical screen beams can be added very | [[Documentation XBeam2D|BACK]] | ||
In the graphical screen beams can be added very easily by drawing them. In the function bar you choose this icon: [[File:XBeam2DIcon.png|22x22px]] | |||
Beams are drawn as a 'polyline' just as you know it in AutoCAD. The begin node from a following beam is the end node of the last drawn beam. | Beams are drawn as a 'polyline' just as you know it in AutoCAD. The begin node from a following beam is the end node of the last drawn beam. | ||
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Changing a beam is possible by clicking on the beam with the left mouse button, and subsequently choose for properties by clicking with the right mouse button. There is a more easy way, namely a double click on the beam. Consequently the following dialog box will be opened. | Changing a beam is possible by clicking on the beam with the left mouse button, and subsequently choose for properties by clicking with the right mouse button. There is a more easy way, namely a double click on the beam. Consequently the following dialog box will be opened. | ||
[[File:XBeam2DProperties.png| | [[File:XBeam2DProperties.png|583x583px]] | ||
'''Beam number''' | '''Beam number''' | ||
This is the number of the beam. | This is the number of the beam. | ||
'''From node no.''' | '''From node no.''' | ||
This is the number of the begin node. | This is the number of the begin node. | ||
'''To node no.''' | '''To node no.''' | ||
This is the number of the end node. | This is the number of the end node. | ||
'''Beam angle''' | |||
'''Beam angle''' | '''Beam angle''' | ||
This is the angle in degrees with the global x-axis. The direction opposite to the clockwise direction is positive. | This is the angle in degrees with the global x-axis. The direction opposite to the clockwise direction is positive. | ||
'''Beam type''' | |||
'''Beam type''' | '''Beam type''' | ||
By the use of the beam type it is shown if the beam in the | By the use of the beam type it is shown if the beam in the relevant node is connected by a hinged or a stiff connection. | ||
{| class="wikitable" | {| class="wikitable" | ||
|+ | |+ | ||
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Specifically and only for the spring beam connections, the spring data needs to be inserted. | Specifically and only for the spring beam connections, the spring data needs to be inserted. | ||
See Spring beam connection | See Spring beam connection. | ||
'''Profile name''' | '''Profile name''' | ||
Here you choose the profile name | Here you choose the profile name. | ||
'''Angle''' | '''Angle''' | ||
The angle of the profile. That is the angle relative to the local coordinate system. Normally this is zero degrees. When you want | The angle of the profile. That is the angle relative to the local coordinate system. Normally this is zero degrees. When you want, for example, to enter loaded at its weak axis you fill in 90 degrees. | ||
[[File:XBeam2DNewCopy.png|none|thumb|308x308px]] | [[File:XBeam2DNewCopy.png|none|thumb|308x308px]] | ||
You can also add new profiles, copy profiles and delete profiles. Choose for Properties when you want to adapt the profile data and/or want to select another standard profile type from the profile database. | You can also add new profiles, copy profiles and delete profiles. Choose for Properties when you want to adapt the profile data and/or want to select another standard profile type from the profile database. | ||
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'''Elastic soil''' | '''Elastic soil''' | ||
This enables you to enter | This enables you to enter an elastic supported beam. The elastic soil is schematized as a number of spring that can support positive reactions only. The spring distance can adjusted with "Smoothing". The spring value of the spring will be calculated automatically. | ||
'''Modulus of Sub-Grade Reaction''' | |||
'''Modulus of Sub-Grade Reaction''' | '''Modulus of Sub-Grade Reaction''' | ||
The modulus of Sub-Grade Reaction in kN/m3. | The modulus of Sub-Grade Reaction in kN/m3. | ||
'''Global values of Sub-Grade Reaction of several types of soil.''' | '''Global values of Sub-Grade Reaction of several types of soil.''' | ||
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|50000 - 130000 | |50000 - 130000 | ||
|- | |- | ||
|well-graded sand and | |well-graded sand and gravelly sand, with little or no fine | ||
|50000 - 100000 | |50000 - 100000 | ||
|- | |- | ||
| Line 157: | Line 167: | ||
|0 - 10000 | |0 - 10000 | ||
|} | |} | ||
'''Width''' | '''Width''' | ||
The width of support. Default is | The width of support. Default is the width of the used section but it can be adjusted as well. The width is relevant to determine the spring value. | ||
'''Smoothing''' | |||
'''Smoothing''' | '''Smoothing''' | ||
Default the spacing corresponds with 1x section height. It is possible to change this from 0,5x to 5x section height. This value is relevant to determine the spring value. | Default the spacing corresponds with 1x section height. It is possible to change this from 0,5x to 5x section height. This value is relevant to determine the spring value. | ||
'''Input per beam''' | |||
'''Input per beam''' | '''Input per beam''' | ||
When this is switched on the dialog above will be displayed each time a new beam is drawn. This for example enables you to switch the profile. | When this is switched on the dialog above will be displayed each time a new beam is drawn. This for example enables you to switch the profile. | ||
'''Table Beams''' | '''Table Beams''' | ||
Beams can also be added/changed in the table Beams in the left bottom. It doesn't matter. It is also possible to change in between graphical drawing and numerical input via tables. | Beams can also be added/changed in the table Beams in the left bottom. It doesn't matter. It is also possible to change in between graphical drawing and numerical input via tables. | ||
[[File:XFrame2DTableBeams.png|none|thumb|595x595px]] | |||
[[File: | |||
===Spring beam connection=== | ===Spring beam connection=== | ||
The following | The following dialogue box is opened. | ||
[[File:XBeam2DBeamConnections.png|303x303px]] | |||
Here you can adapt the spring characteristics of a spring connection ( for example a semi-rigid fixed connection) | Here you can adapt the spring characteristics of a spring connection ( for example a semi-rigid fixed connection). | ||
'''No.''' | |||
'''No.''' | '''No.''' | ||
This is the number of the connection, this number is set automatically. From the beams reference is made to this number. In that way the same connection can be applied multiple times. The spring characteristics are only defined one time. So afterwards adapting the spring characteristics is very easy. | This is the number of the connection, this number is set automatically. From the beams reference is made to this number. In that way the same connection can be applied multiple times. The spring characteristics are only defined one time. So afterwards adapting the spring characteristics is very easy. | ||
'''Description''' | |||
'''Description''' | '''Description''' | ||
Free text space | Free text space. | ||
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'''Kx''' | '''Kx''' | ||
Stiffness in kN/m | Stiffness in kN/m. | ||
'''Cy''' | '''Cy''' | ||
Momentum stiffness in kNm/ | Momentum stiffness in kNm/RAD. | ||
Latest revision as of 06:57, 12 November 2022
In the graphical screen beams can be added very easily by drawing them. In the function bar you choose this icon: 
Beams are drawn as a 'polyline' just as you know it in AutoCAD. The begin node from a following beam is the end node of the last drawn beam.
It is possible, but not necessary, to draw nodes before you insert the beams. You can also start with drawing the beams, in this way the nodes will be inserted automatically.
When you draw your first beam, the dialog box shown below appears. In this box you can insert the beam connections and the profile of the beam. Use the escape-key to end the drawing of the beams.
Beam properties
Changing a beam
Changing a beam is possible by clicking on the beam with the left mouse button, and subsequently choose for properties by clicking with the right mouse button. There is a more easy way, namely a double click on the beam. Consequently the following dialog box will be opened.
Beam number
This is the number of the beam.
From node no.
This is the number of the begin node.
To node no.
This is the number of the end node. Beam angle
Beam angle
This is the angle in degrees with the global x-axis. The direction opposite to the clockwise direction is positive. Beam type
Beam type
By the use of the beam type it is shown if the beam in the relevant node is connected by a hinged or a stiff connection.
| Indices | Description |
|---|---|
|
Fixed connection both sides (default) |
|
Fixed connection at beginning; pinned connection at the end |
|
Pinned connection at beginning; fixed connection at the end |
|
Both sides pinned connection |
|
Fixed connection both sides, ONLY tension |
|
Fixed connection at beginning; pinned connection at the end, ONLY tension |
|
Pinned connection at beginning; fixed connection at the end, ONLY tension |
|
Both sides pinned connection, ONLY tension |
|
Fixed connection both sides, ONLY pressure |
|
Fixed connection at beginning; pinned connection at the end, ONLY pressure |
|
Pinned connection at beginning; fixed connection at the end, ONLY pressure |
|
Both sides pinned connection, ONLY pressure |
|
Both sides are connected by springs |
|
At the beginning connected by a spring; pinned connection at the end. |
|
Pinned connection at beginning; end connected by a spring |
|
Both sides a pinned connection |
Connection
Specifically and only for the spring beam connections, the spring data needs to be inserted.
See Spring beam connection.
Profile name
Here you choose the profile name.
Angle
The angle of the profile. That is the angle relative to the local coordinate system. Normally this is zero degrees. When you want, for example, to enter loaded at its weak axis you fill in 90 degrees.
You can also add new profiles, copy profiles and delete profiles. Choose for Properties when you want to adapt the profile data and/or want to select another standard profile type from the profile database.
Elastic soil
This enables you to enter an elastic supported beam. The elastic soil is schematized as a number of spring that can support positive reactions only. The spring distance can adjusted with "Smoothing". The spring value of the spring will be calculated automatically. Modulus of Sub-Grade Reaction
Modulus of Sub-Grade Reaction
The modulus of Sub-Grade Reaction in kN/m3.
Global values of Sub-Grade Reaction of several types of soil.
| Type | Modulus Sub-Grade [kN/m3] |
|---|---|
| well-graded gravel and gravel / sand mixtures, with little or no fine | 80000 - 130000 |
| poorly graded gravel, with little or no fine | 80000 - 130000 |
| gravel / sand / clay mixtures | 50000 - 130000 |
| well-graded sand and gravelly sand, with little or no fine | 50000 - 100000 |
| poorly graded sand, with little or no fine | 40000 - 100000 |
| sand / clay mixtures | 30000 - 80000 |
| very fine sand, loamy sand | 30000 - 50000 |
| solid clay | 10000 - 30000 |
| weak clay and peat | 0 - 10000 |
Width
The width of support. Default is the width of the used section but it can be adjusted as well. The width is relevant to determine the spring value. Smoothing
Smoothing
Default the spacing corresponds with 1x section height. It is possible to change this from 0,5x to 5x section height. This value is relevant to determine the spring value. Input per beam
Input per beam
When this is switched on the dialog above will be displayed each time a new beam is drawn. This for example enables you to switch the profile.
Table Beams
Beams can also be added/changed in the table Beams in the left bottom. It doesn't matter. It is also possible to change in between graphical drawing and numerical input via tables.
Spring beam connection
The following dialogue box is opened.
Here you can adapt the spring characteristics of a spring connection ( for example a semi-rigid fixed connection). No.
No.
This is the number of the connection, this number is set automatically. From the beams reference is made to this number. In that way the same connection can be applied multiple times. The spring characteristics are only defined one time. So afterwards adapting the spring characteristics is very easy. Description
Description
Free text space.
Kx
Stiffness in kN/m.
Cy
Momentum stiffness in kNm/RAD.